Titlebook: Recent Advances in Structural Engineering, Volume 1; Select Proceedings o A. Rama Mohan Rao,K. Ramanjaneyulu Conference proceedings 2019 Sp

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Conference proceedings 2019nd contributory papers covering numerous applications from a wide spectrum of areas related to structural engineering. It presents contributions by academics, researchers, and practicing structural engineers addressing analysis and design of concrete and steel structures, computational structural me

剛毅

Performance Estimation of Solid and Punched Shear Wall Buildings with Two Modelling Techniquesal analysis results, shear force and moment in the shear wall from aforementioned approaches are comparable. From nonlinear analysis, it has been observed that the wide column approach is unable to capture progressive nonlinearity in the shear wall and overestimates the stiffness of the structure.

collagen

Robust Optimal Design of Buried Reinforced Concrete Pipe in Trenchless Construction Under Bounded Tyensitive to the variation of input uncertainty. The parametric study shows that by accommodating a small increment in the optimal cost of the pipe, a more robust and reliable design solution can be achieved by the RDO approach in comparison to the deterministic design.

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支形吊燈

Evaluation of Minimum Flexural Reinforcement in Design of Reinforced Concrete Beamsign of RC structures considers the energy requirements for crack growth and size effect. It also enables rational procedure to evaluate the optimum amount of steel reinforcement, which ensures safe designs by taking the effect of size and other influencing parameters.

subacute

Comparative Study of Flat Slab-Column Connection Techniques for Seismic Loadingon-linear static analysis. The present study finds the results of ‘Unified Equivalent Frame Model’ (UEFM) to be the most reliable because of the inclusion of the effect of both gravity and lateral loads in the calculation of torsional stiffness of the slab-column connections.

engender

Comparative Study of 1D and 2D Simulation Models of Hollow RC Bridge Columns Under Reversed Cyclic Lmulation models such as primary backbone curves, hysteretic loops including pinching effects, and the strength degradation in the post-peak region have been compared and verified with the experimental data.

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